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Conform at Existing Expansion Joint or 3.0' 4.0' (Min.) <br /> l Saw Cut and Conform at Existing Weakened <br /> Plane Joint or Score Mark (Typical). 2% <br /> $.33% <br /> Place 3.2' to 5' Max. �— <br /> rn C.G.&S. Transition (Typical). <br /> No NINE IN Construct ramp per Type 4 Ramp <br /> BCR - - + detail, Sheet No. 4 (Typical). <br /> 0 °0 0o Retaining Curb as necessary SECTION B-B <br /> M0000 at back edge of Sidewalk. <br /> 0 °o 00 0 <br /> oo�° <br /> Z M R & D Exist. C.G.&S. <br /> p • Igo Install New C.G.&S. (Typical). <br /> 1 0 °°0000 <br /> y 0 2.5' 3.0' <br /> °o o° °° ■ x <br /> M • / ■ 0 RD U) <br /> �Q' I ■ - - vNrt <br /> 10.2' <br /> I I I <br /> �_�l3.6' Ifl <br /> Place Truncated Domes Existing SDI to <br /> at Curb Ramp per remain in place. <br /> R.S.P. A88A (Typical). <br /> STADIUM DR Depress Flowline between Ramp and <br /> Existing DrivewayI I l SDI Frame and Grate as necessary to <br /> to remain in place. I I I m16.2' place hood of inlet flush with sidewalk. <br /> Construct ramp per Type 3 Ramp n <br /> detail, Sheet No. 4 (Typical). �� 12.2' <br /> SECTION E-E <br /> m Adjust Existing S.D.I. to ■ — — <br /> D Retaining Curb as Final FL Grade (Typical). ° <br /> CA ° <br /> K necessary at back °°°° ■ _ _ _ _ <br /> °°°°°°°°°° <br /> edge of Sidewalk. o I,w °°°°°°°° <br /> so x* Place Expansion Joint for future <br /> Sidewalk conform (Typical). <br /> Existing Joint Pole <br /> to remain in place. °°°°° <br /> BCR _ °°°°°°° <br /> ao <br /> X� * �• STADIUM DR/CORONADO AVE <br /> 00 <br /> Ramp Slope = 8.33% (Max.) 6.67% (Min.) <br /> � _ N <br /> —Q —T Dimensions Typical for both eastern <br /> Q Existing Driveway I I I I 14.5' Quadrants of this intersection only. <br /> � to remain in place. I I I I I <br /> 1 M <br /> m <br /> SIDEWALK ACCESSIBILITY PROGRAM, Sheet No. <br /> COUNTY OF SAN JOAQUIN NO SCALE SPECIAL RAMP DETAILS PHASE 3 of 10 <br /> DRAWN BY DATE PROJESL ENGINEER DATE CHECKED- DATE APPROVAL RECOMMENDED DIAT_E, <br /> �. 11/05 <br />